• Journal of Korean Society of Steel Construction
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• v.29 no.1
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• pp.89-98
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• 2017

The offshore plant structure has been transported to the site by barge because it is hard to manufacture in site. When the structure was transported on the sea, offshore plant structures and connection were experienced repetitive submarine load. For this reason, it was known for that the axial force of high-strength bolted connection was declined. Therefore, in this study, high-strength bolted connection was evaluated the shear fatigue performance under longtime fatigue load during marine transport. The experimental variables were selected intial axial force, surface type, and bolt type because they ar important factors in the change of axial force of bolts. As a experimental results of considering various variables, the variation of axial force showed within 1%. Therefore, the high-strength bolted connection was verified structural safety under longtime fatigue load.

• Korean Journal of Construction Engineering and Management
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• v.6 no.4 s.26
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• pp.172-180
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• 2005

The purpose of this study is to suggest a new SRC(Steel Ready mixed Concrete) lining board. The research method of this study includes problem analysis of existing lining boards a constant load test and a fatigue test. The results of this study are as follow : 1) the suggested new lining board improves the function and reduce slipperiness than existing lining boards. 2) the strength of the new SRC lining board is analyzed as superior than existing lining boards from the results of constant load test and fatigue test.

• Journal of Advanced Marine Engineering and Technology
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• v.40 no.7
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• pp.593-598
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• 2016

Static tests and low-cycle fatigue tests were conducted to analyze the characteristics of the bellows for LNG vessels according to the forming methods. The cycle life of bellows was tested based on the specified cyclic life, 80000 cycles, to analyze the difference in characteristics between pre-and post-test data by measuring the strain and stress of each convolution of formed bellows. The low-cycle fatigue test was conducted using a strain gauge that was attached to the convolution of bellows. Formed bellows were placed on the structural test device which was equipped with a hydraulic system and was capable of moving in the x-y direction. Data was measured and processed by a multi recorder. Through the static test and low-cycle fatigue tests results, the difference between the cycle life of bellows formed by mechanical methods and of those formed by hydraulic methods was investigated. Moreover, the cause of difference in cyclic life according to forming methods was performed.

• Proceedings of the Korea Concrete Institute Conference
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• 2005.05a
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• pp.483-486
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• 2005

The polymer concrete is drawing a strong interest as high-performance materials in the construction industry. Resins using recycled PET offer the possibility of a lower source cost of materials for making useful polymer concrete products. Also the recycling of PET in polymer concrete would help solve some of the solid waste problems posed by plastics and save energy. Polymer concrete beams using unsaturated polyester resins based on recycled polyethylene terephthalate (PET) plastic waste were used in our study for grasping its structural behavior of static and fatigue. As a result of static test, Compression stress distribution of Polymer concrete indicates linear behavior such as triangles. Although polymer concrete is high strength materials, its ductility capacity is excellent. From the fatigue test results, There was almost no difference on flexural characteristics between before and after fatigue loading. Therefore, recycled PET polymer concrete remains excellent structural ability after fatigue loading.

• Journal of the Korean Society for Railway
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• v.17 no.4
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• pp.260-269
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• 2014

Transition tracks are an alternative for enhancing the long-term serviceability and durability of concrete track components in railway bridges. The goal of this paper is to investigate the structural behavior for transition track systems of railway bridge deck ends. In this study, the structural behavior of transition tracks such as the variations in static, dynamic, and fatigue behaviors and dynamic properties (natural frequency and damping ratio) are assessed and compared through performing loading tests and finite element analyses using actual vehicle impact loadings. As a result, it is found that the structural behavior of the transition track system is expected to satisfy the actual vehicle impact loading, and the variation in the neutral axis and dynamic characteristics are not affected by the fatigue loading. Therefore, it is inferred that the structural capacity and long-term durability of the transition track system is proven.

• Journal of the Korean Institute of Gas
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• v.21 no.3
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• pp.39-45
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• 2017

The LNG storage tank as core facility of LNG industry is mainly composed of the inner tank of nikel 9% steel and the outer tank of prestressed concrete. To respond proactively increased risk of structure performance deterioration due to fatigue of the inner tank and durability reduction of the outer tank, life evaluation program for LNG storage tank is needed. In this study, life evaluation program for LNG storage tank was developed to assess fatigue of the inner tank and durability(carbonation and chloride attack) of the outer tank. By defining the main three scenarios in the inner tank, the fatigue life analysis is conducted from structural analysis and Miner's damage rule. Carbonation progress of the outer tank is predicted according to thickness of cover concrete by using carbon dioxide contents and data of penetration depth. To consider a variety of input conditions and a reliability in results of chloride attack, the evaluation of choride attack for the outer tank is constructed through Life-365 program of open source.

• Proceedings of the Korea Multimedia Society Conference
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• 1998.10a
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• pp.3-8
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• 1998

주문형 비디오 시스템의 성능에서 중요한 문제는 클라이언트 요구를 만족시키기 위한 입출력 대역폭이다. 이러한 입출력 대역폭을 감소시키기 위해 하나의 비디오 스트림을 사용하여 다중 요청을 처리하는 많은 정책들; 배칭. 피기백 머징, 버퍼링이 연구되고 있다. 본 논문에서는 인기 있는 비디오들에 대한 서비스 요청들이 매 배칭 간격마다 스케줄될 수 있도록 인기 있는 비디오들을 위한 서버 스트림 용량을 동적으로 예약해 두는 예약 기반 동적 배칭 정책을 제안하고, 그것의 성능을 시뮬레이션을 통하여 단순 배칭 정책과 비교하고 평가한다.

• Proceedings of the Korea Institutes of Information Security and Cryptology Conference
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• 1995.11a
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• pp.59-68
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• 1995

본 논문은 데이타베이스의 보안을 위해 비밀채널〔Mi187〕을 제거하는 기법의 연구로써 기존의 2버전 2단계 로킹에 보안을 고려한 새로운 기법을 제안한다 즉, 상위레벨 트랜잭션 판독과 하위레벨 트랜잭션 기록 사이의 충돌을 피하고 동일레벨 간의 성능을 향상시키기 위한 방법으로 기존의 보안 2단계 로킹기법과는 달리 2개 버전의 데이타와 희사기법(donation)을 사용하여, 데이타의 신선도가 떨어지지 않으면서 성능의 향상을 얻을 수 있게 한다.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2003.05a
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• pp.20-20
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• 2003

용융아연도금은 내식성 아연코팅목적으로 산업체에서 광범위하게 사용되고 있다. 이 공정에서 아연의 배출성능이 나쁜 관계로 피처리물의 끝부분에 고드름이 생기거나 작은 구멍을 메우는 문제가 종종 발생한다. 본 연구에서는 용융아연욕에 Bi를 단독 첨가하거나 Bi와 AI을 함께 첨가하여 이 문제를 해결하였다. Bi의 첨가는 아연의 배출성능을 현저하게 증가시켰으며 0.1 wt.% Bi, 0.025~0.05 wt.% AI을 함유한 용융아연욕에서 가장 균일성이 좋은 코팅층을 얻을 수 있었다. 산업현장 적용시험 결과 아연의 수율을 향상시켰고 드로스의 형성량이 감소하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.17 no.2
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• pp.124-134
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• 2013

This study investigated the effect of surface water on concrete substrate on adhesive strength in tension of very high flowable SBR-modified cement mortar. The specimens were prepared with proportionally mixing SBR latex, ordinary portland cement, silica sand, superplasticizer and viscosity enhancing agent. Polymer cement ratio (P/C) were 10, 20, 30, 50 and 75% and the weight ratio of fine aggregate to cement were 1:1 and 1:3. The specimens obtained with different P/C and C:F were characterized by unit weight, flow test, crack resistance and adhesion test. After basic tests, two mixtures of P/C=20% and 30% in case of C:F=1:1, and one mixture of P/C=50% in case of C:F=1:3 were selected, respectively. These three selected specimens were studied about the effect of surface water evenly sprayed on concrete substrate by a amount of 0, 0.006, 0.012, 0.017, 0.024g per unit area ($cm^2$) of concrete substrate surface The results show that surface water on concrete substrate increases the adhesive strength in tension of high flowable SBR-modified cement mortar and improve the flowability compared to the non-sprayed case.